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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.1 L+₹24,579.87 (8.50%)Admitted-Fee/PreQual/Technical/Finance | ₹3.1 L+₹24,579.87 (8.50%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.3 L+₹36,057.42 (12.5%)Admitted-Fee/PreQual/Technical/Finance | ₹3.3 L+₹36,057.42 (12.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.3 L+₹36,775.71 (12.7%)Admitted-Fee/PreQual/Technical/Finance | ₹3.3 L+₹36,775.71 (12.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDULRAZAK A L4 | shihab L2 | Yousaf P L3 | MUHAMMED NISHAD V V L1 |
|---|---|---|---|---|---|---|---|
| 1.00GRAMODAYAM VAYANASHALA NAVEEKARANAM | |||||||
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 39.1 | sqm | 162.16 ₹6,340.46 | 170.51 ₹6,666.94 | 161.81 ₹6,326.77 | 145 ₹5,669.5 Lowest |
| 1.00 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | 25 | kg | 3.79 ₹94.75 Lowest | 3.99 ₹99.75 | 3.79 ₹94.75 Lowest | 3.99 ₹99.75 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 0.36 | cum | 2,025.47 ₹721.07 | 2,129.85 ₹758.23 | 2,021.01 ₹719.48 Lowest | 2,129.84 ₹758.22 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 10.27 | sqm | 725.49 ₹7,453.68 | 762.87 ₹7,837.73 | 723.9 ₹7,437.35 | 633 ₹6,503.44 Lowest |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 31.11 | sqm | 914.13 ₹28,437.67 | 961.24 ₹29,903.22 | 912.12 ₹28,375.14 | 794 ₹24,700.55 Lowest |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.62 | cum | 6,922.35 ₹18,101.95 | 7,279.04 ₹19,034.69 | 6,907.07 ₹18,061.99 | 6,090 ₹15,925.35 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 26.14 | metre | 216.95 ₹5,671.07 | 228.13 ₹5,963.32 | 216.47 ₹5,658.53 Lowest | 220 ₹5,750.8 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 5.25 | cum | 12,783.48 ₹67,151.62 | 11,000 ₹57,783 Lowest | 12,755.25 ₹67,003.33 | 11,180 ₹58,728.54 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 423.45 | kilogram | 106.92 ₹45,275.27 | 97 ₹41,074.65 | 106.68 ₹45,173.65 | 95 ₹40,227.75 Lowest |
Tender Value
Refer Docs
EMD Value
₹8,570
Closing Date
17 Aug 2026, 3:00 pmClosed
Assistant Engineer
Assistant Engineer, LID and EW Mannarkkad block panchayath
Mannarkkad block panchayath Gramodayam vayanasala naveekaranam kottoppadam grama panchayath pro no.139
2026_LSGD_864264_1
01/2026-27/AE/LIDandEW/MKD
Open Tender
Civil Works - Buildings
Item Rate
Mannarkkad block panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹760
₹8,570
20 Aug 2026
5 Aug 2026
19 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GRAMODAYAM VAYANASHALA NAVEEKARANAM | |||||
| 1.001 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 1.002 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | - | kg | - | - |
| 1.003 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | - | cum | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.005 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.006 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.007 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.008 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
| 1.009 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
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